工程量汇总表

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第1页共43页,

序号,部位,项目编号,项目名称,单位,数量

1,,010401006,"垫层（桩承台基础垫层）

1、混凝土强度等级:C15独立基础垫层

2、砂浆强度等级:现场搅拌混凝土

3、混凝土拌和料要求:",m3,12.96

H.1,,10104001,C15垫层砼(现场搅拌),m3,12.96

2,,010401005,"桩承台基础

1、混凝土强度等级:C30桩承台基础

2、砂浆强度等级:泵送商品混凝土

3、混凝土拌和料要求:",m3,102.4

H.1,,10104125,C30泵送独立桩承台基础砼,m3,102.4

3,,010401006,"垫层（基础梁垫层）

1、混凝土强度等级:C15基础梁垫层

2、砂浆强度等级:现场搅拌混凝土

3、混凝土拌和料要求:",m3,13.476

H.1,,10104001,C15垫层砼(现场搅拌)DL-8（1）300*700,m3,0.375

H.2,,,DKL-A（9）250*600,,1.391

H.3,,,DL-7（1）250*500,,0.218

H.4,,,DKL-B（9）250*500,,1.391

H.5,,,DKL-C（9）250*500,,1.391

H.6,,,DL-2(1)250*400,,0.219

H.7,,,DL-5(1)250*600,,0.219

H.8,,,DL-1(1)250*400,,0.252

H.9,,,DKL-D（9）250*600,,1.391

H.10,,,（纵向）DKL-1(3)250*650（DKL8(3)）,,1.143

H.11,,,DKL-7a600*400,,0.024

H.12,,,"DKL-2(3)250*650(DKL3(3),DKL4(3),DKL5(3),DKL6(3),DKL7(3),DKL8(3))",,4.572

H.13,,,DL-3（1）250*300,,0.05

H.14,,,DKL-4a（1）500*900,,0.322

H.15,,,DL-4(1)200*600,,0.292

H.16,,,DL-6（1）250*500,,0.225

4,,010403001,"基础梁

1、混凝土强度等级:C30基础梁

2、混凝土拌和料要求:泵送商品混凝土

3、梁底标高:

4、梁截面:",m3,46.459

H.1,,10104127,C30泵送基础梁砼（横向）DL-8（1）300*700,m3,1.575

H.2,,,DKL-A（9）250*600,,4.914

H.3,,,DL-7（1）250*500,,0.606

H.4,,,DKL-B（9）250*500,,4.319

H.5,,,DKL-C（9）250*500,,4.319

H.6,,,DL-2(1)250*400,,0.488

H.7,,,DL-5(1)250*600,,0.731

H.8,,,DL-1(1)250*400,,0.56

H.9,,,DKL-D（9）250*600,,4.914

H.10,,,（纵向）DKL-1(3)250*650（DKL8(3)）,,4.128

H.11,,,DKL-7a600*400,,0.072

H.12,,,"DKL-2(3)250*650(DKL3(3),DKL4(3),DKL5(3),DKL6(3),DKL7(3),DKL8(3))",,16.18

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第2页共43页,

序号,部位,项目编号,项目名称,单位,数量

H.13,,,DL-3（1）250*300,,0.083

H.14,,,DKL-4a（1）500*900,,2.07

H.15,,,DL-4(1)200*600,,0.876

H.16,,,DL-6（1）250*500,,0.625

5,,CS0102,混凝土、钢筋混凝土模板及支架,项,0

5.1,,10109212,胶合板模板基础垫层,m2,28.8

H.1,,,基础垫层,,28.8

5.2,,10109212,胶合板模板基础梁垫层,m2,58.76

H.1,,,DL-8（1）300*700,m3,1.5

H.2,,,DKL-A（9）250*600,,6.04

H.3,,,DL-7（1）250*500,,0.97

H.4,,,DKL-B（9）250*500,,6.04

H.5,,,DKL-C（9）250*500,,6.04

H.6,,,DL-2(1)250*400,,0.975

H.7,,,DL-5(1)250*600,,0.975

H.8,,,DL-1(1)250*400,,1.12

H.9,,,DKL-D（9）250*600,,6.04

H.10,,,（纵向）DKL-1(3)250*650（DKL8(3)）,,5.08

H.11,,,DKL-7a600*400,,0.06

H.12,,,"DKL-2(3)250*650(DKL3(3),DKL4(3),DKL5(3),DKL6(3),DKL7(3),DKL8(3))",,20.32

H.13,,,DL-3（1）250*300,,0.22

H.14,,,DKL-4a（1）500*900,,0.92

H.15,,,DL-4(1)200*600,,1.46

H.16,,,DL-6（1）250*500,,1

5.3,,10109216,胶合板模板独立桩承台,m2,256

H.1,,,独立桩承台,,256

5.4,,10109220,胶合板模板无底模基础梁、地圈梁,m2,355.54

H.1,,10104127,C30泵送基础梁砼（横向）DL-8（1）300*700,m3,10.5

H.2,,,DKL-A（9）250*600,,37.52

H.3,,,DL-7（1）250*500,,4.85

H.4,,,DKL-B（9）250*500,,32.76

H.5,,,DKL-C（9）250*500,,32.76

H.6,,,DL-2(1)250*400,,3.9

H.7,,,DL-5(1)250*600,,5.85

H.8,,,DL-1(1)250*400,,4.48

H.9,,,DKL-D（9）250*600,,37.52

H.10,,,（纵向）DKL-1(3)250*650（DKL8(3)）,,33.02

H.11,,,DKL-7a600*400,,0.24

H.12,,,"DKL-2(3)250*650(DKL3(3),DKL4(3),DKL5(3),DKL6(3),DKL7(3),DKL8(3))",,129.44

H.13,,,DL-3（1）250*300,,0.66

H.14,,,DKL-4a（1）500*900,,8.28

H.15,,,DL-4(1)200*600,,8.76

H.16,,,DL-6（1）250*500,,5

5.5,,,,,0

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第3页共43页,

序号,部位,项目编号,项目名称,单位,数量

1,,010402001,"矩形柱

1、混凝土强度等级:C30（1层-0.95~3.9）

2、柱高度:泵送商品混凝土

3、混凝土拌和料要求:

4、柱截面尺寸:",m3,46.075

H.1,,10104126,C30泵送柱砼KZ5400*400,m3,1.552

H.2,,,KZ1b400*500,,1.94

H.3,,,KZ1400*500,,11.64

H.4,,,KZ3600*400,,1.164

H.5,,,KZ4500*600,,1.455

H.6,,,KZ4a500*600（连层柱）,,1.455

H.7,,,KZ3a600*400,,1.164

H.8,,,KZ2500*500,,21.825

H.9,,,KZ1a400*500,,3.88

2,,010402001,"矩形柱

1、混凝土强度等级:C25（2~屋面层）

2、柱高度:泵送商品混凝土

3、混凝土拌和料要求:

4、柱截面尺寸:",m3,96.864

H.1,,10104126,2层C25泵送柱砼KZ1b400*500,m3,1.56

H.2,,,KZ1400*500,,9.36

H.3,,,KZ3600*400,,1.872

H.4,,,KZ4500*600,,1.17

H.5,,,KZ4a500*600（连层柱）,,1.17

H.6,,,KZ2500*500,,17.55

H.7,,,KZ1a400*500,,3.12

H.8,,,3~4层KZ1b400*500,,2.64

H.9,,,KZ1400*500,,15.84

H.10,,,KZ3600*400,,3.168

H.11,,,KZ4450*600,,3.564

H.12,,,KZ2500*450,,26.73

H.13,,,KZ1a400*500,,5.28

H.14,,,屋面层KZ1400*400,,3.84

3,,CS0102,混凝土、钢筋混凝土模板及支架,项,0

3.1,,10109224,胶合板模板矩形柱,m2,1218.28

H.1,,,KZ5400*400一层,,15.52

H.2,,,KZ1b400*500,,17.46

H.3,,,KZ1400*500,,104.76

H.4,,,KZ3600*400,,9.7

H.5,,,KZ4500*600,,10.67

H.6,,,KZ4a500*600（连层柱）,,10.67

H.7,,,KZ3a600*400,,9.7

H.8,,,KZ2500*500,,174.6

H.9,,,KZ1a400*500,,34.92

H.10,,,KZ1b400*500二层,,14.04

H.11,,,KZ1400*500,,84.24

H.12,,,KZ3600*400,,15.6

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第4页共43页,

序号,部位,项目编号,项目名称,单位,数量

H.13,,,KZ4500*600,,8.58

H.14,,,KZ4a500*600（连层柱）,,8.58

H.15,,,KZ2500*500,,140.4

H.16,,,KZ1a400*500,,28.08

H.17,,,KZ1b400*500三~四层,,23.76

H.18,,,KZ1400*500,,142.56

H.19,,,KZ3600*400,,26.4

H.20,,,KZ4450*600,,26.4

H.21,,,KZ2500*450,,225.72

H.22,,,KZ1a400*500,,47.52

H.23,,,屋面层KZ1400*400,,38.4

3.2,,10109259,胶合板模板（扣件式钢管支撑）柱、墙模板支撑高度超过3.6m每增加2m,m2,97.25

H.1,,,KZ5400*400一层,,4

H.2,,,KZ1b400*500,,4.5

H.3,,,KZ1400*500,,27

H.4,,,KZ3600*400,,2.5

H.5,,,KZ4500*600,,2.75

H.6,,,KZ3a600*400,,2.5

H.7,,,KZ2500*500,,45

H.8,,,KZ1a400*500,,9

3.3,,10109259,胶合板模板（扣件式钢管支撑）柱、墙模板支撑高度超过3.6m每增加6m,m2,11.33

H.1,,,KZ4a500*600（连层柱）,,11.33

3.4,,10109259,胶合板模板（扣件式钢管支撑）柱、墙模板支撑高度超过3.6m每增加1m,m2,2.754

H.1,,10104126,2层C25泵送柱砼KZ1b400*500,m3,0.12

H.2,,,KZ1400*500,,0.72

H.3,,,KZ3600*400,,0.144

H.4,,,KZ4500*600,,0.09

H.5,,,KZ4a500*600（连层柱）,,0.09

H.6,,,KZ2500*500,,1.35

H.7,,,KZ1a400*500,,0.24

1,,010405001,"有梁板

1、混凝土强度等级:C25

2、混凝土拌和料要求:泵送泵送商品混凝土

3、板底标高:

4、板厚度:",m3,399.798

1.1,,10104134,C25泵送有梁板砼（二层）,m3,121.038

H.1,,,板A~D,,81

H.2,,,扣除空洞A~B/5~7,,-9.424

H.3,,,扣楼梯间,,-2.872

H.4,,,补板厚A~B/2~5,,4.329

H.5,,,A~B/7~9,,2.888

H.6,,,（1/C）~D/2~3,,1.18

H.7,,,C~D/3~5,,2.881

H.8,,,C~D/5~6,,0.555

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第5页共43页,

序号,部位,项目编号,项目名称,单位,数量

H.9,,,C~D/6~8,,2.881

H.10,,,填素混凝土补厚,,0.215

H.11,,,梁（横向）KL-A(9)250*600,,4.544

H.12,,,L-7(1)200*400,,0.168

H.13,,,KL-B(9)200x500,,3.741

H.14,,,KL-C(9)200x500,,3.741

H.15,,,L-3(1)200*400,,0.293

H.16,,,L-1(1)200*400,,0.336

H.17,,,L-6(1)200*600,,0.488

H.18,,,KL-D(9)250*600,,4.662

H.19,,,纵向KL-1(3)250x650（KL-10(3)250*650）,,2.943

H.20,,,KL-2(3)250x650,,2.074

H.21,,,L-2(1)200x300,,0.048

H.22,,,KL-3(3)250x650,,2.074

H.23,,,KL-4(3)250x650,,2.087

H.24,,,KL-5a(3)250x650,,2.06

H.25,,,L-4(1)200x600,,0.73

H.26,,,KL-6(2)250x650,,1.125

H.27,,,KL-7(3)250*650,,2.087

H.28,,,KL-8(3)250x650,,2.074

H.29,,,L-5(1)200x500,,0.404

H.30,,,KL-9(3)250x650,,2.074

H.31,,,L-8(1)200x300,,0.112

H.32,,,扣单梁位置横向KL-A(9)250*600单梁段,,-0.114

H.33,,,KL-D(9)250*600单梁段,,-0.1

H.34,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,-0.243

1.2,,10104134,C25泵送有梁板砼（三层）,m3,140.682

H.1,,,板A~D,,81

H.2,,,扣楼梯间,,-2.872

H.3,,,"补板厚A~（2/A）/1~2,9~10",,-0.252

H.4,,,"（2/A）~B/1~2,9~10",,0.314

H.5,,,"A~B/2~3,8~9",,2.906

H.6,,,"A~（1/A）/3~4,4~5，6~7，7~8",,0.834

H.7,,,"（1/A）~B/3~4,4~5，6~7，7~8",,3.958

H.8,,,A~（1/A）/5~6,,0.325

H.9,,,（1/A）~B/5~6,,0.378

H.10,,,（2/C）~D/2~3,,1.18

H.11,,,C~(3/C)/3~5,,1.979

H.12,,,C~(3/C)/5~6,,0.378

H.13,,,C~(3/C)/6~9,,2.973

H.14,,,(3/C)~D/3~5,,0.417

H.15,,,(3/C)~D/5~6,,0.317

H.16,,,(3/C)~D/6~9,,0.627

H.17,,,填素混凝土补厚A~（1/A）,,0.733

H.18,,,（3/C）~D,,0.863

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第6页共43页,

序号,部位,项目编号,项目名称,单位,数量

H.19,,,梁（横向）KL-A(9)250*600,,5.113

H.20,,,L-7(5)200*500,,2.172

H.21,,,L-4(1)200*500,,0.448

H.22,,,KL-B(9)200x500,,3.741

H.23,,,KL-C(9)200x500,,3.741

H.24,,,L-2(1)200*400,,0.293

H.25,,,L-1(1)200*400,,0.336

H.26,,,L-5(6)200*500,,2.717

H.27,,,KL-D(9)250*600,,4.662

H.28,,,纵向KL-1(3)250x650（KL-10(3)250*650）,,2.943

H.29,,,KL-2(3)250x650,,2.074

H.30,,,L-3(1)200x300,,0.048

H.31,,,KL-3(3)250x650,,2.074

H.32,,,KL-4(3)250x650,,2.087

H.33,,,KL-5(3)250x650,,2.06

H.34,,,L-6(3)200x600,,1.596

H.35,,,KL-6(2)250x650,,2.06

H.36,,,KL-7(3)250*650,,2.087

H.37,,,KL-8(3)250x650,,2.074

H.38,,,KL-9(3)250x650,,2.074

H.39,,,"梁外包200x650B~C/1,10",,0.572

H.40,,,扣单梁位置横向KL-D(9)250*600单梁段,,-0.1

H.41,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,-0.243

1.3,,10104134,C25泵送有梁板砼（四层）,m3,138.078

H.1,,,板A~D,,81

H.2,,,扣楼梯间,,-2.872

H.3,,,"补板厚A~（2/A）/1~2,9~10",,-0.252

H.4,,,"（2/A）~B/1~2,9~10",,-0.157

H.5,,,"A~B/2~3,8~9",,2.906

H.6,,,"A~（1/A）/3~4,4~5，6~7，7~8",,-0.4

H.7,,,"（1/A）~B/3~4,4~5，6~7，7~8",,3.958

H.8,,,A~（1/A）/5~6,,-0.154

H.9,,,（1/A）~B/5~6,,0.378

H.10,,,（2/C）~D/2~3,,1.18

H.11,,,C~(3/C)/3~5,,1.979

H.12,,,C~(3/C)/5~6,,0.378

H.13,,,C~(3/C)/6~9,,2.973

H.14,,,(3/C)~D/3~5,,-0.2

H.15,,,(3/C)~D/5~6,,-0.15

H.16,,,(3/C)~D/6~9,,-0.3

H.17,,,填素混凝土补厚A~（1/A）,,0.69

H.18,,,（3/C）~D,,0.833

H.19,,,梁（横向）KL-A(9)250*600,,5.126

H.20,,,L-7(5)200*500,,2.172

H.21,,,L-4(1)200*400,,0.336

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第7页共43页,

序号,部位,项目编号,项目名称,单位,数量

H.22,,,KL-B(9)200x500,,3.777

H.23,,,KL-C(9)200x500,,3.777

H.24,,,L-2(1)200*400,,0.293

H.25,,,L-1(1)200*400,,0.336

H.26,,,L-5(6)200*500,,2.717

H.27,,,KL-D(9)250*600,,4.676

H.28,,,纵向KL-1(3)250x650（KL-10(3)250*650）,,2.943

H.29,,,KL-2(3)250x650,,2.074

H.30,,,L-3(1)200x300,,0.048

H.31,,,KL-3(3)250x650,,2.074

H.32,,,L-7(1)200x400,,1.677

H.33,,,KL-4(3)250x650,,2.087

H.34,,,KL-5(3)250x650,,2.06

H.35,,,L-6(3)200x600,,1.596

H.36,,,KL-6(2)250x650,,2.06

H.37,,,KL-7(3)250*650,,2.087

H.38,,,KL-8(3)250x650,,2.074

H.39,,,KL-9(3)250x650,,2.074

H.40,,,"梁外包200x650B~C/1,10",,0.572

H.41,,,扣单梁位置横向KL-D(9)250*600单梁段,,-0.1

H.42,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,-0.243

2,,010405001,"有梁板（密实抗渗）

1、混凝土强度等级:C25

2、混凝土拌和料要求:泵送泵送商品混凝土

3、板底标高:

4、板厚度:",m3,151.459

2.1,,10104134,C25泵送有梁板砼（二层）,m3,4.452

H.1,,,板A+2900~A,,2.352

H.2,,,KL-E(1)300x600,,1.14

H.3,,,KL-5b(1)400x600(KL-6b(1)400x600),,0.96

2.2,,10104134,C25泵送有梁板砼（屋面层）,m3,137.521

H.1,,,板A+750~A,,1.38

H.2,,,A~D,,81

H.3,,,扣楼梯间,,-2.872

H.4,,,"补板厚（1/A）~B/3~4,4~5，6~7，7~8",,3.958

H.5,,,（1/A）~B/5~6,,0.378

H.6,,,A~B/8~9,,1.453

H.7,,,C~D/2~3,,1.453

H.8,,,C~(3/C)/3~5,,1.979

H.9,,,C~(3/C)/5~6,,0.378

H.10,,,C~(3/C)/6~9,,2.973

H.11,,,梁（横向）WL-6（3）200*500,,1.472

H.12,,,WKL-A(9)250*600,,5.126

H.13,,,WL-5(5)200*500,,1.552

H.14,,,WL-4(1)200*400,,0.336

H.15,,,WKL-B(9)200x500,,3.777

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第8页共43页,

序号,部位,项目编号,项目名称,单位,数量

H.16,,,WKL-C(9)200x500,,3.777

H.17,,,WL-1(1)200*400,,0.336

H.18,,,WL-2（6）200*500,,2.717

H.19,,,KL-D(9)250*600,,4.676

H.20,,,纵向WKL-1(3)250x650（WKL-10(3)250*650）,,2.943

H.21,,,WKL-2(3)250x650,,2.074

H.22,,,WKL-3(3)250x650,,2.074

H.23,,,XL-4（1）200*500,,0.12

H.24,,,WKL-4(3)250x650,,2.087

H.25,,,XL-5（1）200*500,,0.088

H.26,,,WKL-5(3)250x650,,2.06

H.27,,,WL-3（3A）200x600,,1.706

H.28,,,WKL-6(2)250x650,,2.06

H.29,,,KL-7(3)250*650,,2.087

H.30,,,KL-8(3)250x650,,2.074

H.31,,,KL-9(3)250x650,,2.074

H.32,,,"梁外包200x650B~C/1,10",,0.572

H.33,,,扣单梁位置横向KL-D(9)250*600单梁段,,-0.1

H.34,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,-0.243

2.3,,10104134,C25泵送有梁板砼楼梯间,m3,9.486

H.1,,,板,,5.214

H.2,,,梁横向WKL-2（1）200*500,,0.4

H.3,,,WL-1（1）200*400,,0.348

H.4,,,WKL-1（1）200*500,,0.4

H.5,,,纵向WKL-A（1）200*650,,3.124

3,,010403002,"矩形梁单梁

1、混凝土强度等级:C25

2、混凝土拌和料要求:泵送泵送商品混凝土

3、梁底标高:

4、梁截面:",m3,10.217

3.1,,10104128,C25泵送梁砼（二层）,m3,3.134

H.1,,,横向L-9(1)200*400,,0.096

H.2,,,KL-A(9)250*600单梁段,,0.683

H.3,,,KL-D(9)250*600单梁段,,0.6

H.4,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,1.58

H.5,,,XL-1(1)200*400,,0.176

3.2,,10104128,C25泵送梁砼（三层）,m3,2.451

H.1,,,横向L-9(1)200*400,,0.096

H.2,,,KL-D(9)250*600单梁段,,0.6

H.3,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,1.58

H.4,,,XL-1(1)200*400,,0.176

3.3,,10104128,C25泵送梁砼（四层）,m3,2.451

H.1,,,横向L-9(1)200*400,,0.096

H.2,,,KL-D(9)250*600单梁段,,0.6

H.3,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,1.58

H.4,,,XL-1(1)200*400,,0.176

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第9页共43页,

序号,部位,项目编号,项目名称,单位,数量

3.4,,10104128,C25泵送梁砼（屋面层）,m3,2.18

H.1,,,横向KL-D(9)250*600单梁段,,0.6

H.2,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,1.58

4,,CS0102,混凝土、钢筋混凝土模板及支架,项,0

4.1,,10109203,胶合板模板（扣件式钢管支撑）有梁板,m2,4610.969

H.1,,,二层,,0

H.2,,,板A+2900~A,,23.52

H.3,,,A~D,,810

H.4,,,扣除空洞A~B/5~7,,-94.238

H.5,,,扣楼梯间,,-28.716

H.6,,,补板厚A~B/2~5,,-1.76

H.7,,,A~B/7~9,,-1.372

H.8,,,（1/C）~D/2~3,,-0.874

H.9,,,C~D/3~5,,-1.37

H.10,,,C~D/5~6,,-0.298

H.11,,,C~D/6~8,,-1.37

H.12,,,梁（横向）KL-E(1)300x600,,7.6

H.13,,,KL-A(9)250*600,,35.85

H.14,,,L-7(1)200*400,,1.68

H.15,,,KL-B(9)200x500,,33.66

H.16,,,KL-C(9)200x500,,33.66

H.17,,,L-3(1)200*400,,2.925

H.18,,,L-1(1)200*400,,3.36

H.19,,,L-6(1)200*600,,4.875

H.20,,,KL-D(9)250*600,,35.8

H.21,,,纵向KL-1(3)250x650（KL-10(3)250*650）,,24.508

H.22,,,KL-2(3)250x650,,16.94

H.23,,,L-2(1)200x300,,0.48

H.24,,,KL-3(3)250x650,,16.94

H.25,,,KL-4(3)250x650,,17.05

H.26,,,KL-5b(1)400x600(KL-6b(1)400x600),,4.8

H.27,,,KL-5a(3)250x650,,16.83

H.28,,,L-4(1)200x600,,7.3

H.29,,,KL-6(2)250x650,,9.35

H.30,,,KL-7(3)250*650,,17.05

H.31,,,KL-8(3)250x650,,16.94

H.32,,,L-5(1)200x500,,4.04

H.33,,,KL-9(3)250x650,,16.94

H.34,,,L-8(1)200x300,,1.12

H.35,,,扣单梁位置横向KL-A(9)250*600单梁段,,-1.138

H.36,,,KL-D(9)250*600单梁段,,-1

H.37,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,-0.243

H.38,,,三层,,0

H.39,,,板A~D,,810

H.40,,,扣楼梯间,,-28.716

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第10页共43页,

序号,部位,项目编号,项目名称,单位,数量

H.41,,,"补板厚A~（2/A）/1~2,9~10",,0.292

H.42,,,"（2/A）~B/1~2,9~10",,-0.448

H.43,,,"A~B/2~3,8~9",,-1.972

H.44,,,"A~（1/A）/3~4,4~5，6~7，7~8",,-1.12

H.45,,,"（1/A）~B/3~4,4~5，6~7，7~8",,-3.184

H.46,,,A~（1/A）/5~6,,-0.388

H.47,,,（1/A）~B/5~6,,-0.251

H.48,,,（2/C）~D/2~3,,-0.874

H.49,,,C~(3/C)/3~5,,-1.184

H.50,,,C~(3/C)/5~6,,-0.251

H.51,,,C~(3/C)/6~9,,-1.574

H.52,,,(3/C)~D/3~5,,-0.474

H.53,,,(3/C)~D/5~6,,-0.386

H.54,,,(3/C)~D/6~9,,-0.669

H.55,,,梁（横向）KL-A(9)250*600,,40.4

H.56,,,L-7(5)200*500,,21.72

H.57,,,L-4(1)200*500,,4.48

H.58,,,KL-B(9)200x500,,33.66

H.59,,,KL-C(9)200x500,,33.66

H.60,,,L-2(1)200*400,,2.925

H.61,,,L-1(1)200*400,,3.36

H.62,,,L-5(6)200*500,,27.17

H.63,,,KL-D(9)250*600,,35.8

H.64,,,纵向KL-1(3)250x650（KL-10(3)250*650）,,24.508

H.65,,,KL-2(3)250x650,,16.94

H.66,,,L-3(1)200x300,,0.48

H.67,,,KL-3(3)250x650,,16.94

H.68,,,KL-4(3)250x650,,17.05

H.69,,,KL-5(3)250x650,,16.83

H.70,,,L-6(3)200x600,,15.96

H.71,,,KL-6(2)250x650,,16.83

H.72,,,KL-7(3)250*650,,17.05

H.73,,,KL-8(3)250x650,,16.94

H.74,,,KL-9(3)250x650,,16.94

H.75,,,"梁外包200x650B~C/1,10",,0.88

H.76,,,扣单梁位置横向KL-D(9)250*600单梁段,,-1

H.77,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,-2.43

H.78,,,四层,,0

H.79,,,板A~D,,810

H.80,,,扣楼梯间,,-28.716

H.81,,,"补板厚A~（2/A）/1~2,9~10",,0.292

H.82,,,"（2/A）~B/1~2,9~10",,0.224

H.83,,,"A~B/2~3,8~9",,-1.972

H.84,,,"A~（1/A）/3~4,4~5，6~7，7~8",,0.544

H.85,,,"（1/A）~B/3~4,4~5，6~7，7~8",,-3.184

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第11页共43页,

序号,部位,项目编号,项目名称,单位,数量

H.86,,,A~（1/A）/5~6,,0.186

H.87,,,（1/A）~B/5~6,,-0.251

H.88,,,（2/C）~D/2~3,,-0.874

H.89,,,C~(3/C)/3~5,,-1.184

H.90,,,C~(3/C)/5~6,,-0.251

H.91,,,C~(3/C)/6~9,,-1.574

H.92,,,(3/C)~D/3~5,,0.229

H.93,,,(3/C)~D/5~6,,0.185

H.94,,,(3/C)~D/6~9,,0.323

H.95,,,梁（横向）KL-A(9)250*600,,40.5

H.96,,,L-7(5)200*500,,21.72

H.97,,,L-4(1)200*400,,3.36

H.98,,,KL-B(9)200x500,,33.99

H.99,,,KL-C(9)200x500,,33.99

H.100,,,L-2(1)200*400,,2.925

H.101,,,L-1(1)200*400,,3.36

H.102,,,L-5(6)200*500,,27.17

H.103,,,KL-D(9)250*600,,35.9

H.104,,,纵向KL-1(3)250x650（KL-10(3)250*650）,,24.508

H.105,,,KL-2(3)250x650,,16.94

H.106,,,L-3(1)200x300,,0.48

H.107,,,KL-3(3)250x650,,16.94

H.108,,,L-7(1)200x400,,16.77

H.109,,,KL-4(3)250x650,,17.05

H.110,,,KL-5(3)250x650,,16.83

H.111,,,L-6(3)200x600,,15.96

H.112,,,KL-6(2)250x650,,16.83

H.113,,,KL-7(3)250*650,,17.05

H.114,,,KL-8(3)250x650,,16.94

H.115,,,KL-9(3)250x650,,16.94

H.116,,,"梁外包200x650B~C/1,10",,0.88

H.117,,,扣单梁位置横向KL-D(9)250*600单梁段,,-1

H.118,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,-2.43

H.119,,,屋面层,,0

H.120,,,板A+750~A,,13.8

H.121,,,A~D,,810

H.122,,,扣楼梯间,,-28.716

H.123,,,"补板厚（1/A）~B/3~4,4~5，6~7，7~8",,-3.184

H.124,,,（1/A）~B/5~6,,-0.251

H.125,,,A~B/8~9,,-0.986

H.126,,,C~D/2~3,,-0.986

H.127,,,C~(3/C)/3~5,,-1.184

H.128,,,C~(3/C)/5~6,,-0.251

H.129,,,C~(3/C)/6~9,,-1.574

H.130,,,梁（横向）WL-6（3）200*500,,14.72

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第12页共43页,

序号,部位,项目编号,项目名称,单位,数量

H.131,,,WKL-A(9)250*600,,40.5

H.132,,,WL-5(5)200*500,,15.52

H.133,,,WL-4(1)200*400,,3.36

H.134,,,WKL-B(9)200x500,,33.99

H.135,,,WKL-C(9)200x500,,33.99

H.136,,,WL-1(1)200*400,,3.36

H.137,,,WL-2（6）200*500,,27.17

H.138,,,KL-D(9)250*600,,35.9

H.139,,,纵向WKL-1(3)250x650（WKL-10(3)250*650）,,24.508

H.140,,,WKL-2(3)250x650,,16.94

H.141,,,WKL-3(3)250x650,,16.94

H.142,,,XL-4（1）200*500,,1.2

H.143,,,WKL-4(3)250x650,,17.05

H.144,,,XL-5（1）200*500,,0.88

H.145,,,WKL-5(3)250x650,,16.83

H.146,,,WL-3（3A）200x600,,17.06

H.147,,,WKL-6(2)250x650,,16.83

H.148,,,KL-7(3)250*650,,17.05

H.149,,,KL-8(3)250x650,,16.94

H.150,,,KL-9(3)250x650,,16.94

H.151,,,"梁外包200x650B~C/1,10",,0.88

H.152,,,扣单梁位置横向KL-D(9)250*600单梁段,,-1

H.153,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,-2.43

H.154,,,楼梯间,,0

H.155,,,板,,52.14

H.156,,,梁横向WKL-2（1）200*500,,4

H.157,,,WL-1（1）200*400,,3.48

H.158,,,WKL-1（1）200*500,,4

H.159,,,纵向WKL-A（1）200*650,,31.24

4.2,,10109231,胶合板模板（扣件式钢管支撑）单梁、连续梁,m2,105.062

H.1,,,二层,,0

H.2,,,横向L-9(1)200*400,,1.2

H.3,,,KL-A(9)250*600单梁段,,6.598

H.4,,,KL-D(9)250*600单梁段,,7

H.5,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,15.066

H.6,,,XL-1(1)200*400,,2.2

H.7,,,三层,,0

H.8,,,横向L-9(1)200*400,,1.2

H.9,,,KL-D(9)250*600单梁段,,7

H.10,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,15.066

H.11,,,XL-1(1)200*400,,2.2

H.12,,,四层,,0

H.13,,,横向L-9(1)200*400,,1.2

H.14,,,KL-D(9)250*600单梁段,,7

H.15,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,15.066

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第13页共43页,

序号,部位,项目编号,项目名称,单位,数量

H.16,,,XL-1(1)200*400,,2.2

H.17,,,屋面层,,0

H.18,,,横向KL-D(9)250*600单梁段,,7

H.19,,,纵向KL-1(3)250*650单梁段（KL-10(3)250*650）,,15.066

4.3,,10109260,胶合板模板（扣件式钢管支撑）梁、板模板支撑高度超过3.6m每增加1m,m2,2176.733

H.1,,,,,2176.733

5,,,"轻骨料填塞

1、:不大于1.2t/m3",m3,41.452

H.1,,,"三层A~（1/A）/3~5,6~8",,13.764

H.2,,,A~（1/A）/5~6,,5.232

H.3,,,(3/C)~D/3~5,,6.882

H.4,,,(3/C)~D/5~6,,5.232

H.5,,,(3/C)~D/6~9,,10.341

1,,010403001,"基础梁（素砼补高）

1、混凝土强度等级:C25

2、混凝土拌和料要求:素混凝土补高

3、梁底标高:

4、梁截面:",m3,48.099

H.1,,,横向A轴,,7.391

H.2,,,B轴,,0.456

H.3,,,,,2.233

H.4,,,C轴,,7.638

H.5,,,1/C轴,,0.513

H.6,,,2/C轴,,1.406

H.7,,,D轴,,7.676

H.8,,,纵向1轴，10轴,,4.978

H.9,,,2轴,,1.653

H.10,,,1/2轴,,0.228

H.11,,,4轴,,2.964

H.12,,,5轴，6轴,,3.458

H.13,,,1/5轴,,1.387

H.14,,,7轴,,2.603

H.15,,,8轴,,1.273

H.16,,,1/8轴,,0.969

H.17,,,9轴,,1.273

2,,010304001,"空心砖墙、砌块墙

1、墙体厚度:外墙

2、砖品种、规格、强度等级:200厚A06B07蒸压加气混凝土砌块

3、墙体类型:M5.0专用砂浆

4、勾缝要求:

5、砂浆强度等级、配合比:",m3,189.23

2.1,,10103071,200mm厚加气砼砌块墙,m3,42.906

H.1,,,一层横向A轴,,26.664

H.2,,,D轴,,26.928

H.3,,,1轴，10轴,,19.032

H.4,,,扣门洞,,-6.462

H.5,,,扣窗口,,-19.926

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第14页共43页,

序号,部位,项目编号,项目名称,单位,数量

H.6,,,扣墙位构造柱,,-3.33

2.2,,10103071,200mm厚加气砼砌块墙,m3,46.034

H.1,,,二层横向A轴,,26.664

H.2,,,D轴,,26.928

H.3,,,1轴，10轴,,19.032

H.4,,,扣窗口,,-24.012

H.5,,,扣墙位构造柱,,-2.578

2.3,,10103071,200mm厚加气砼砌块墙,m3,52.138

H.1,,,三层（四层）横向A轴,,21.87

H.2,,,（2/C）轴,,10.827

H.3,,,D轴,,12.285

H.4,,,1轴，10轴,,15.552

H.5,,,"3,5,6,8轴",,4.452

H.6,,,（1/3）（1/4）（1/5）（2/5）（1/6）（1/7）（1/8）轴,,8.932

H.7,,,扣门洞,,-7.308

H.8,,,扣窗口,,-14.316

H.9,,,扣墙位构造柱,,-0.156

2.4,,10103071,200mm厚加气砼砌块墙,m3,16.56

H.1,,,屋面层横向C轴,,2.5

H.2,,,D轴,,2.5

H.3,,,"1,2,9,10轴",,13.348

H.4,,,扣门洞,,-1.008

H.5,,,扣窗口,,-0.78

2.5,,10103071,200mm厚加气砼砌块墙,m3,14.764

H.1,,,"一层A/4,7",,2.38

H.2,,,"A+2700~A/5,6",,5.244

H.3,,,"二，三，四层A/4,7",,7.14

3,,010304001,"空心砖墙、砌块墙

1、墙体厚度:内墙

2、墙体类型:90厚或200厚A06B07蒸压加气混凝土砌块

3、勾缝要求:M5.0专用砂浆

4、砂浆强度等级、配合比:

5、空心砖、砌块品种、规格、强度等级:",m3,80.729

3.1,,10103071,200mm厚加气砼砌块墙,m3,17.404

H.1,,,一层横向B轴,,1.632

H.2,,,C轴,,5.1

H.3,,,（1/C）轴,,1.89

H.4,,,纵向2轴,,5.981

H.5,,,（1/2）轴,,0.912

H.6,,,9轴,,4.485

H.7,,,扣门洞,,-2.31

H.8,,,扣构造柱,,-0.286

3.2,,10103071,200mm厚加气砼砌块墙,m3,13.242

H.1,,,二层横向C轴,,4.216

H.2,,,1/C,,0.98

H.3,,,"纵向C~D/2,9",,8.97

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第15页共43页,

序号,部位,项目编号,项目名称,单位,数量

H.4,,,1/2,,0.912

H.5,,,扣门洞,,-1.68

H.6,,,扣构造柱,,-0.156

3.3,,10103071,200mm厚加气砼砌块墙,m3,25.711

H.1,,,三层（四层）横向B轴,,2.744

H.2,,,C轴,,5.418

H.3,,,1/C轴,,1.566

H.4,,,2/C轴,,6.399

H.5,,,"纵向2,9轴",,7.314

H.6,,,1/2轴,,0.72

H.7,,,4，7轴,,2.12

H.8,,,1/5轴,,1.242

H.9,,,扣门洞,,-1.68

H.10,,,扣构造柱,,-0.132

4,,010402001,"矩形柱（构造柱）

1、混凝土强度等级:C20

2、柱高度:现场搅拌混凝土

3、混凝土拌和料要求:

4、柱截面尺寸:",m3,23.173

H.1,,,一层GZ1,,1.85

H.2,,,GZ2,,6.35

H.3,,,GZ3,,0.485

H.4,,,GZ4,,0.97

H.5,,,二层GZ1,,2.176

H.6,,,GZ2,,5.02

H.7,,,GZ3,,0.39

H.8,,,GZ4,,0.78

H.9,,,三层GZ1,,1.916

H.10,,,GZ4,,0.66

H.11,,,四层GZ1,,1.916

H.12,,,GZ4,,0.66

5,,010402001,"矩形柱（窗台支撑柱）

1、混凝土强度等级:C20

2、柱高度:现场搅拌混凝土

3、混凝土拌和料要求:

4、柱截面尺寸:",m3,2.952

H.1,,,一层窗,,0.656

H.2,,,二层窗,,0.853

H.3,,,三层（四层）窗,,1.443

6,,010403005,"过梁

1、混凝土强度等级:C20

2、混凝土拌和料要求:现浇混凝土

3、梁底标高:

4、梁截面:",m3,5.078

6.1,,10104017,C20过梁砼(现场搅拌)外墙,m3,4.334

H.1,,,一层门,,0.091

H.2,,,窗,,0.136

H.3,,,二层窗,,0.211

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第16页共43页,

序号,部位,项目编号,项目名称,单位,数量

H.4,,,三层（四层）门,,2.499

H.5,,,窗,,1.187

H.6,,,屋面层门,,0.06

H.7,,,窗,,0.15

6.2,,10104017,C20过梁砼(现场搅拌)内墙,m3,0.744

H.1,,,一层门,,0.213

H.2,,,二层门,,0.177

H.3,,,三层（四层）门,,0.354

7,,,"压顶

1、:C20

2、:现浇混凝土",m3,4.246

H.1,,,一层窗,,0.939

H.2,,,二层窗,,1.125

H.3,,,三层（四层）窗,,2.115

H.4,,,屋面层窗,,0.067

8,,010403004,"圈梁（厨卫反梁，屋面反梁）

1、混凝土强度等级:C20

2、混凝土拌和料要求:现浇混凝土

3、梁底标高:

4、梁截面:",m3,13.798

8.1,,10104016,C20圈梁砼(现场搅拌)墙位,m3,8.66

H.1,,,厨卫一层,,1.2

H.2,,,二层,,0.572

H.3,,,三层，四层,,5.448

H.4,,,屋面层横向C轴,,0.104

H.5,,,D轴,,0.2

H.6,,,"1,2,9,10轴",,1.136

8.2,,10104016,C20圈梁砼(现场搅拌)未砌墙体部分反梁,m3,5.138

H.1,,,厨卫一层,,1.438

H.2,,,二层,,0.86

H.3,,,三层，四层,,2.84

9,,CS0402,混凝土、钢筋混凝土模板及支架,项,0

9.1,,10109220,胶合板模板无底模基础梁、地圈梁（素砼补高模板）,m2,480.985

H.1,,,,,480.985

9.2,,10109224,胶合板模板矩形柱（构造柱）,m2,446.448

H.1,,,一层GZ1,,37

H.2,,,GZ2,,121.97

H.3,,,GZ3,,10.67

H.4,,,GZ4,,19.4

H.5,,,二层GZ1,,33.488

H.6,,,GZ2,,96.7

H.7,,,GZ3,,8.58

H.8,,,GZ4,,15.6

H.9,,,三层GZ1,,38.32

H.10,,,GZ4,,13.2

H.11,,,四层GZ1,,38.32

H.12,,,GZ4,,13.2

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第17页共43页,

序号,部位,项目编号,项目名称,单位,数量

9.3,,10109224,胶合板模板矩形柱(窗台支持柱),m2,59.04

H.1,,,一层窗,,13.12

H.2,,,二层窗,,17.056

H.3,,,三层（四层）窗,,28.864

9.4,,10109233,胶合板模板（扣件式钢管支撑）圈梁,m2,138.9

H.1,,,,,137.98

H.2,,,补100厚圈梁模板,,0.92

9.5,,10109234,胶合板模板（扣件式钢管支撑）过梁,m2,83.042

H.1,,,外墙一层门,,1.915

H.2,,,窗,,2.425

H.3,,,二层窗,,3.574

H.4,,,三层（四层）门,,36.075

H.5,,,窗,,23.29

H.6,,,屋面层门,,1.277

H.7,,,窗,,2.297

H.8,,,内墙一层门,,3.612

H.9,,,二层门,,2.859

H.10,,,三层（四层）门,,5.718

9.6,,10109245,胶合板模板（扣件式钢管支撑）压顶,m2,42.464

H.1,,,,,42.464

1,,010407001,"其他构件

1、混凝土强度等级:C20外墙线条

2、混凝土拌和料要求:现拌混凝土

3、构件的类型:建施18/07

4、构件规格:",m3,1.064

1.1,,10104031,C20小形构件砼(现场搅拌),m3,1.064

H.1,,,,,1.064

2,,010405008,"雨披

1、混凝土强度等级:C20雨披

2、混凝土拌和料要求:现拌混凝土

3、:结施1/06",m3,1.647

2.1,,10104025,C20雨篷砼(现场搅拌),m3,1.125

H.1,,,一层D/3,,0.153

H.2,,,D/7~8,,0.378

H.3,,,屋面层,,0.594

3,,010403005,"过梁（雨披过梁）

1、混凝土强度等级:C20

2、混凝土拌和料要求:现拌混凝土

3、梁底标高:结施1/06

4、梁截面:",m3,0.354

3.1,,10104017,C20过梁砼(现场搅拌),m3,0.354

H.1,,,D/3,,0.102

H.2,,,D/7~8,,0.252

4,,010405008,"空调板

1、混凝土强度等级:C20空调板

2、混凝土拌和料要求:现拌混凝土

3、:结施11/06",m3,4.128

4.1,,10104024,C20挑檐天沟砼(现场搅拌),m3,4.128

H.1,,,"二层A3,8D/4,(1/5),7",,0.96

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第18页共43页,

序号,部位,项目编号,项目名称,单位,数量

H.2,,,D/2,,0.096

H.3,,,"三层，四层A/3,5,6,8D/4,(1/5),7",,2.688

H.4,,,"D/2,9",,0.384

5,,010403004,"圈梁（空调板下反梁）

1、混凝土强度等级:C20空调板

2、混凝土拌和料要求:现拌混凝土

3、:结施11/06",m3,2.556

5.1,,10104016,C20圈梁砼(现场搅拌),m3,2.556

H.1,,,"二层A3,8D/4,(1/5),7",,0.57

H.2,,,D/2,,0.078

H.3,,,"三层，四层A/3,5,6,8D/4,(1/5),7",,1.596

H.4,,,"D/2,9",,0.312

6,,010403004,"圈梁（栏杆机座）

1、混凝土强度等级:C20

2、混凝土拌和料要求:现拌混凝土

3、梁底标高:结施8,9,11,12,17/06

4、梁截面:",m3,2.619

6.1,,10104016,C20圈梁砼(现场搅拌),m3,2.619

H.1,,,室内栏杆机座,,0

H.2,,,二层,,0.259

H.3,,,空调板栏杆机座,,0

H.4,,,"二层A3,8D/4,(1/5),7",,0.278

H.5,,,D/2,,0.038

H.6,,,"三层，四层A/3,5,6,8D/4,(1/5),7",,0.777

H.7,,,"D/2,9",,0.15

H.8,,,落地窗栏杆机座,,0

H.9,,,二层（三层，四层）,,0.396

H.10,,,阳台栏杆机座,,0

H.11,,,三层，四层,,0.722

7,,010403004,"圈梁（门洞口反梁）

1、:屋面出入口圈梁

2、:C20

3、:现拌混凝土

4、:结施2/07",m3,0.127

H.1,,,"3,4层",,0.06

H.2,,,屋面层,,0.067

8,,,"压顶

1、:屋面出入口压顶

2、:C20

3、:现拌混凝土

4、:结施2/07",,0.036

H.1,,,,,0.036

9,,010405006,"栏板

1、混凝土强度等级:屋面女儿墙

2、混凝土拌和料要求:C20

3、板底标高:现拌混凝土

4、板厚度:结施1,3,7/07",m3,14.65

H.1,,,屋面层女儿墙,,13.306

H.2,,,楼梯间屋面层栏板,,1.344

10,,010404001,"直形墙

1、混凝土强度等级:C20",m3,7.247

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第19页共43页,

序号,部位,项目编号,项目名称,单位,数量

,,,"2、混凝土拌和料要求:现拌混凝土

3、墙类型:结施4/07

4、墙厚度:",,0

10.1,,10104019,C20墙砼(现场搅拌100mm以外),m3,7.247

H.1,,,,,7.247

11,,闽010901016,"伸缩缝

1、:女儿墙伸缩缝

2、:温度伸缩缝",米,13.468

H.1,,,,,13.468

12,,010402001,"矩形柱(女儿墙构造柱)

1、混凝土强度等级:C20

2、柱高度:现拌混凝土

3、混凝土拌和料要求:

4、柱截面尺寸:",m3,2.096

H.1,,,120厚女儿墙,,1.568

H.2,,,180厚女儿墙,,0.528

13,,CS0102,混凝土、钢筋混凝土模板及支架,项,0

13.1,,10109249,胶合板模板小型构件,m2,21.28

H.1,,,,,21.28

13.2,,10109243,胶合板模板（扣件式钢管支撑）雨蓬,m2,18.3

H.1,,,一层D/3,,1.7

H.2,,,D/7~8,,4.2

H.3,,,屋面层,,12.4

13.3,,10109234,胶合板模板（扣件式钢管支撑）雨蓬过梁,m2,3.54

H.1,,,D/3,,1.02

H.2,,,D/7~8,,2.52

13.4,,10109244,胶合板模板（扣件式钢管支撑）空调板,m2,36.12

H.1,,,"二层A3,8D/4,(1/5),7",,8.4

H.2,,,D/2,,0.84

H.3,,,"三层，四层A/3,5,6,8D/4,(1/5),7",,23.52

H.4,,,"D/2,9",,3.36

13.5,,10109233,胶合板模板（扣件式钢管支撑）空调板下反梁,m2,68.16

H.1,,,"二层A3,8D/4,(1/5),7",,15.2

H.2,,,D/2,,2.08

H.3,,,"三层，四层A/3,5,6,8D/4,(1/5),7",,42.56

H.4,,,"D/2,9",,8.32

13.6,,10109233,胶合板模板（扣件式钢管支撑）栏杆机座,m2,31.19

H.1,,,室内栏杆机座,,0

H.2,,,二层,,3.45

H.3,,,空调板栏杆机座,,0

H.4,,,"二层A3,8D/4,(1/5),7",,3.7

H.5,,,D/2,,0.5

H.6,,,"三层，四层A/3,5,6,8D/4,(1/5),7",,10.36

H.7,,,"D/2,9",,2

H.8,,,落地窗栏杆机座,,0

H.9,,,二层（三层，四层）,,3.96

H.10,,,阳台栏杆机座,,0

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第20页共43页,

序号,部位,项目编号,项目名称,单位,数量

H.11,,,三层，四层,,7.22

13.7,,10109233,胶合板模板（扣件式钢管支撑）屋面出入口圈梁,m2,1.272

H.1,,,"3,4层",,0.6

H.2,,,,,0.672

13.8,,10109245,胶合板模板（扣件式钢管支撑）屋面出入口压顶,m2,0.408

H.1,,,,,0.408

13.9,,10109246,胶合板模板（扣件式钢管支撑）女儿墙栏板,m2,248.64

H.1,,,屋面层女儿墙,,221.76

H.2,,,楼梯间屋面层栏板,,26.88

13.10,,10109227,胶合板模板直形墙,m2,80.52

H.1,,,,,80.52

13.11,,10109224,胶合板模板矩形柱,m2,27.76

H.1,,,120厚女儿墙,,21.952

H.2,,,180厚女儿墙,,5.808

1,,,"不上人屋面

1、PVC管:二层室外屋面，楼梯间屋面层

2、:10厚STP超薄绝热板|燃烧性能为A级不燃材料|

3、:最薄处20厚1;3水泥砂浆找平层

4、:2厚合成高分子防水涂料

5、:10厚1;2.5水泥砂浆保护层

6、:40厚C20细石砼（内配Φ6@150的双向钢筋网面层）",m2,68.54

1.1,,,10厚STP超薄绝热板|燃烧性能为A级不燃材料|,m2,68.54

H.1,,,,,20.8

H.2,,,,,47.74

1.2,,,最薄处20厚1;3水泥砂浆找平层i=2%平均厚度=100,m2,68.54

H.1,,,,,68.54

1.3,,,2厚合成高分子防水涂料,m2,87.86

H.1,,,,,27.16

H.2,,,,,60.7

1.4,,,10厚1;2.5水泥砂浆保护层,m2,68.54

1.5,,,40厚C20细石砼,m2,68.54

1.6,,,Φ6@150的双向钢筋网面层,t,0.203

H.1,,,,,0.203

2,,,"上人屋面

1、:屋面层

2、:10厚STP超薄绝热板|燃烧性能为A级不燃材料|

3、:最薄处20厚1;3水泥砂浆找平层

4、:2厚合成高分子防水涂料

5、:10厚1;2.5水泥砂浆保护层

6、:40厚C20细石砼（内配Φ6@150的双向钢筋网面层）

7、:5厚聚合物砂浆

8、:地砖厚度5mm",m2,759.348

2.1,,,10厚STP超薄绝热板|燃烧性能为A级不燃材料|,m2,759.348

H.1,,,,,759.348

2.2,,,最薄处20厚1;3水泥砂浆找平层i=2%平均厚度=109,m2,759.348

H.1,,,,,759.348

2.3,,,2厚合成高分子防水涂料,m2,796.398

H.1,,,,,796.398

2.4,,,10厚1;2.5水泥砂浆保护层,m2,759.348

工程量汇总表,,,,,

工程名称：福州筑地食品有限公司3#综合楼,,,,第21页共43页,

序号,部位,项目编号,项目名称,单位,数量

2.5,,,40厚C20细石砼,m2,759.348

2.6,,,Φ6@150的双向钢筋网面层,t,2.248

H.1,,,,,2.248

3,,闽010901019,屋面分格缝,米,206.2

H.1,,,,,206.2

4,,闽010901022,"屋面泛水（女儿墙泛水）

1、:镀锌金属泛水

2、:国标12J201-12/A14",m,131.5

H.1,,,,,123.5

H.2,,,二层不上人屋面靠外墙侧泛水,,8

5,,闽010901022,"屋面泛水（较矮栏板及女儿墙泛水）

1、:钢板压条泛水

2、:国标12J201-1a/A12",m,56.4

H.1,,,,,13.2

H.2,,,,,43.2

1,,010101006,"管沟土方

1、土壤类别:三类土

2、管外径:

3、挖沟平均深度:

4、弃土石运距:

5、回填要求:",m,122.3

H.1,,,,,122.3

1.1,,10101014,人工挖沟、槽(三类土深度2m以内),m3,16.303

H.1,,,,,16.303

1.2,,10101062,反铲挖掘机挖三类土(斗容量1.0m3不装车),m3,146.723

1.3,,10101042,人工装土(汽车运),m3,43.819

1.4,,10101182,自卸汽车运土(载重8t运距1km以内),m3,43.819

2,,010103001,"土(石)方回填

1、土质要求:

2、密实度要求:

3、粒径要求:

4、夯填（碾压）:

5、松填:

6、运输距离:",m3,103.71

2.1,,10101210,人工填土夯实槽、坑,m3,103.71

3,,040201013,"排水沟、截水沟

1、材料品种:建